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HomeMy WebLinkAboutAUTH-08-2023-202226.TIF 7089 Cobblefield Ln County: Catawba Lot 20 This Section for Local Health Department Use Only Initial submittal received:7/10/23 by RP Dote Initials Permit Number: Auth-08-2023-202226 G.S.130A-335(a6)states the following: 'If a local health department fails to act on an application for a construction authorization submitted pursuant to subsection(a5)of the section within 10 business days of receipt of a complete application, the local health department shall issue the construction authorization.' In accordance with G.S. 130A-335(a5)the construction authorization application is: ❑ Incomplete(If box is checked, information in this section is required.) The following items are missing: Copies of this were sent to the AOWE/PE and the Owner on Date State Authorized Agent: Date: ❑ Denied(See attached report.) Copies of this were sent to the AOWE/PE and the Owner on - - Dote State Authorized Agent: Date: O Complete State Authorized Agent: ' Date of Issuance: 8/9/23 This Construction Authorization is issued pursuant to G.S. 130A-335(a2),(a5),and(a6)using the signed and sealed plans or evaluations attached here.This Construction Authorization is subject to revocation if the site plan,plat,or the intended use changes,or if information submitted in the application was falsified,inaccurate or misleading. The Construction Authorization shall not be affected by a change in ownership of the site. This Construction Authorization is subject to compliance with the provisions of the Laws and Rules for Sewage Treatment and Disposal and to the conditions of this permit. The location and identification of all property lines,easements,water lines,and other appropriate utilities shall be the responsibility of the owner. Final landscaping shall be constructed to divert water and establish vegetative cover. The Department,the Department's authorized agents,and the local health departments shall be discharged and released from any liabilities,duties,and responsibilities imposed by statute or in common law from any claim arising out of or attributed to plans,evaluations,preconstruction conference findings,submittals,or actions from a person licensed pursuant to Chapter 89C of the General Statutes as a licensed engineer or a person certified pursuant to Article 5 of Chapter 90A of the General Statutes as an Authorized On-Site Wastewater Evaluator in GS 130A-335(a2),(a5),and(a7).The Department,the Department's authorized agents,and the local health departments shall be responsible and bear liability for their actions and evaluations and other obligations under State law or rule,including the issuance of the operations permit pursuant to GS 130A-337. Construction Authorization Expiration Date: 8/9/28 *See attached site sketch* t • County: owoo-- CONSTRUCTION AUTHORIZATION FOR G.S.130A-335(a2)/SL2022-11 (�//,,(� q (�Q (_Q� c�0 PIN/Lot Identifier: i4 elf V Q) 6.3 0 21 r✓ f • Issued To: Sj,iri ,s, Property LocationT O 9C6\pk)\, { LvN ` r jQ( C Et' ONO3`1e J�1 AOWE/PE Plans/Evaluations Provided: Yes � 1No❑ If yes,name and license number of AOWE/PE;.71 �'C.y��i � eP3 160 Facility Type:4�jecka �CYlt ifR�c\ QINew ❑Expansion ❑Repair System Relocation ❑ Basement? CIYes '1[J No (, Basement Fixtures? ❑Yes 0 No > ' Type of Wastewater System** 'P J 4(._P (Initial) FP. e 42_1' (Repair) Design Daily Flow: GPD Wastewater Strength:la-domestic 0 high strength ❑industrial process Session Law 2014-120 Section 53,Engineering Design Utilizing Low-flow Fixtures and Low-flow Technologies? ❑Yes 111'IGo Installation Requirements/Conditions Septic Tank Size: 10-00 gallons Total Trench/Bed Length: 27 feet Trench/Bed Spacing: feet on center Drainfield square footage: S—Lf f Trench/Bed Width: Z-11 inches LTAR: Q '3 gpd/ft2 Soil Cover: (i/ inches 'Slope Adjusted Maximum Trench/Bed Depth: 3o inches I--0 6/5 i b:I1 Aggregate Depth: inches above pipe Inches below pipe inches total Pump Tank Size(if applical?le): i 0 00 gallons Requires more than 1 pump? ❑Yes ©No PumpRe ulrelne'nea,tj,nc1v i'✓ ey(,a.ina nSciv4t. q ts: ft.TDH vs. GPM Grease Trap Size(if applicable): gallons Distribution Method: ❑Serial ❑D-Box or Parallel ❑Pressure Manifold(s) LPP 0 Other: Artificial Drainage Required: Yes 0 No 2^1f yes,please specify details: Legal Agreements(If the answer Is"Yes"to any type of legal agreements,please attach a copy of the agreement.) Multi-party Agreement Required[.1937(h)]: Yes 0 No 0-- Easement,Right-of-Way,or Encroachment Agreement Required[.1938(j)]: 0 Yes itl-No Declaration of Restrictive Covenants: 0 Yes GAO **If aoollcable; I understand the system type specified is different from the type specified on the application. I accept the specifications of this permit. Owner/Legal Representative Print Name: Owner/Legal Representative Signature: Date: Pre-Construction Conference Required: Yesr 0 No[ti^�'� /�^ j} Conditions: &CD;(�/F:"S La.t," Fo r f e Ir`olI�tn,-C .cL 4.41L. • The construction and installation requirements of Rules.1950,.1952,.1954,.1955,.1956,.1957,.1958,and.1959 are incorporated by reference into this permit and shall be met. Systems shall be installed in accordance with the attached system layout. AOWE/PE Print Name: A \\ko.1...s J . 7 AOWE/PE Signature:� l/( C .. Date ! Zs ,,,, .f1w ;' // This AOWE/PE submittal is pursuant to and meets the requirements of G.S.130A-335(a2)and(a+)i.��a-V1/��r • *See attached site sketch* ti' 4 e"'** /, RECEIVED 40 _ . HaN,rN�; .�. .,.4-1.,74 1311/7 •:10 1,4,....F.,.,- • k �*.* }x'.r J U►_. 1 0 2023 `,* �*•..e.. �. , Environmental Health I I I I , I 1 1 ) 1 I \ \ \ l ,/ -abed " 40 ' ,- ` I I FM LENGTH FLOW OP HD FRICTION HD HIGH PT LOW PT STATIC HD TDH Pump Required _ - I LOT 1-A 2,240.00 25.50 3.00 25.44 824.00 813.00 11.00 39.44 Zoeller 185 or Equal I I LOT 15-A 735.00 25.50 3.00 8.35 824.00 786.00 38.00 49.35 Zoeller 185 or Equal LOT 16-A 805.00 25.83 2.00 • 9.14 824.00 790.00 34.00 45.14 Zoeller 185 or Equal:,,MIL LOT 17-A 1,050.00 25.50 3.00 11.92 828.00 800.00 28.00 42.92 Zoeller 185 or Equal LOT 18-A 1,185.00 25.83 2.00 13.46 832.00 806.00 26.00 41.46 Zoeller 185 or Equal I LOT 19-A 1,250.00 25.83 2.00 14.19 835.00 815.00 20.00 36.19 Zoeller 185 or Equal 1,470.00 25.83 2.00 16.69 839.00 808.00 31.00 49.89 Zoeller 185 I LOT 21-A 1,650.00 5 60 3.90 '18.74 841.00 812.00 29.00 50.74 Zoeller 185 or Equal I nT 22-A L675.00 ;5 60 T.00 19.02 846.00 818.00 28.00 50.02 Zoeller 185 or Equal LOT 23-A 1,880.00 28.44 2.00 21.35 845.00 818.00 27.00 50.35 Zoeller 185 or Equal'." lLOT 24-A 1,790.00 28.44 2.00 20.33 848.00 828.00 20.00 42.33 Zoeller 185 or Equal LOT 25-6 2,060.00 29.52 2.00 ' 23.39 853.00 836.00 17.00 42,39_ _ Zoeller 185 or Equal PUMP PERFORMANCE CURVE \ MODELS 185/4185-186/4186.188/4188-189/4189.191 to - 1 1 4-130 \-1\-- - I ,///, n-m ` \tl �/ a_,m 1 1 I I I I I l j l 1 1 1 i / / l Ll '1, 1 I.I_�j g:,- ,,�`.•_ t \ I\ � I\ l \\ I ` I 1 ! II t I /I / `-I l %l'` J 7 :ate �``• + 1 \ , \ \ 1fI I I , ` I � l -- III �I= _%: em , t5 \\\ \ ' I \ I, '� I _1 \ \ 1 ` I I I, ' t I 50.70'7oH \ \ \ \ \ ` 1 \ ` ` \ , 111 \t l\ nt Case 1 `', J '(Vvo _ N • \\\ \1 \ t \ � 1 t \t 1 ,\ \ \\ \ \ t 1\ \ ,\ } r I/ t sv ,o, MOM emu \ \ t1 \t \ \ \ \ 1 \ \ \ I /III ✓. - \ u 0 se is \ \ \ \ \ \ \ I I I-. , al WO V h a a ;h :a i) a a n ,a do al t .o tx \ t \ \ \\ t \ \ `\ I ' / -- \ \ cruces -_.. - UTERI a io a 143 uo 31' Oro ier su\ \ \ \ \ \\ \ _' �_ .... - \ '` _ q4 , \ \ , \ , \, , \ \ \ \ . 1 - . Wednesday, August 9, 2023 2:01:36 PM - Cobblestone FM-1 Rev 7-26-23-Sealed.pdf- Profile 1 - Microsoft Edge \;,, 11eS jar HOMES July 24, 2023 RE:7089 Cobblefield Ln, Denver NC 28037, Lot 20-Authorization to Construct Greetings Mr. Robbie Phelps, The plans or evaluations attached to this application are to be used to issue an Authorization to Construct in accordance with G.S. 130A-335(a2), (a5)and (a6). Owner or owner's legal representative: Print name Eric Wood Signature: Date:07/24/2023 236 Raceway Drive, Suite 7 Mooresville,NC 28117 Phone: 704.208.4251 nesthomes.com r SUR & FORESTRY SERVICES cw THE CARCJLINAS, PA www.soilandforestryservices.com Attached is a proposed design for a PPBPS Septic System with low pressure distribution for a 4 bedroom single family residence at 7089 Cobblefield Ln Subdivision,Denver 28037,Catawba County,NC. PIN#:460603027469 Contents: Pace Information for the Installer----- 7 Design Information Layout Specifications — 2 System Tapsheet ____ 3 Site Plan/System Plan 4-5 Subdivision Plat 6 Profile Descriptions----- 1 _ ---_• 7-8 ti OAr .41-;$ Session Law Form __ 49 40' Septic Application •• .>'� /�. s�. • �' --SUBMITTED • ***PROFEESIONAL ENGINEER REQUIRED TO PROVIDE DESIGN SPECIFICATIONS FOR EXISTING FORCE MAINS PRIOR TO ISSUANCE OF AUTHORIZATION TO CONSTRUCT. March 14,2022 Project#: 21-0093 Design By: Soil&Forestry Services of the Carolinas,PA — J INFORMATION FOR THE INSTALLER: The permit should be read very carefully prior to bidding. The following are details that must be considered along with all other considerations. - Tanks shall be approved by NC DHHS,and certification supplied by the manufacturer. - Tanks shall be water tested prior to installation. - The installer shall be responsible to the owner for placement of the tanks and to insure that final grades are returned to the original natural grade, with exception of added structural features. - The supply trench shall be compacted to eliminate cavities left during initial fill placement. - Installation of the system shall be during dry conditions in order to protect the soil structure. - All fittings shall be pressure rated fittings. - All joints shall be cleaned with PVC pipe cleaner and a heavy bodied glue applied to weld all joints. - Where required by the county health department,post installation inspections by the designer must be scheduled 5 week days in advance. - Trenches shall be carefully excavated so the bottom is within 2"from the highest to . the lowest points of elevation within the trench. If the bottom elevation needs adjusting after it has been trenched, it will be done by removing high points rather than filling low points. It is extremely important to insure that trenches are not over excavated during initial trenching. All fine grading within the trench will be hand done with a shovel. No loose material will be left in the trench - All pipe openings in the tanks shall be properly grouted. This also applies to the joints around the riser. - All tanks shall be properly back filled and compacted to prevent slump at a later date. - Earth dams,constructed of relatively impervious material,shall be installed at the beginning and end of each lateral. - No heavy equipment shall be used on the field during or after installation.The use of a small loader(i.e. Bobcat)or a trencher(i.e. Ditch Witch 2300/2310)may be used for installation. - Elevations at pinflag locations should be checked by the installer prior to beginning trenches. - Pumptank riser should be 6"above grade, control panel should be 12"above grade. - Septic tank riser shall be a minimum of 6"above finished grade. - System is specified as a PPBPS installation with low pressure distribution. - Repair is specified as a PPBPS installation with low pressure distribution. - Backfill 4-6"of material (County Approved)over panels,rake trench walls, lime side- walls, install trenches 24" wide and have no more than 1/4" fall in 10 feet. - Repair Supply line size,length and elevation head must be provided prior to AC - Repair is offsite on Lot 20A.Supply lines were installed per expired IP. 4 1 I 7089 COBBLEFIELD LANE Project#:21-0093 LAYOUT FOR 4 BEDROOM HOME March 14,2022 FLAG FLAGGED DESIGN LINE# COLOR ES BI F.5 ELEVATION LINE LENGTH LINE LENGTH TBM See Site Plan 4.3 104.3 100.00 INSTR. I HOUSE CNR 11.40 92.90 P. TANK 26.20 78.10 PRIMARY ONSITE 1 RED 3.40 100.90 46 46 2 ORANGE 4.30 100.00 72 72 3 BLUE 5.20 99.10 103 100 4 YELLOW 6.50 97.80 114 100 REPAIR OFFSITE 20A TBM See Site Plan 3.0 103 100.00 I RED 2.90 100.10 100 100 2 ORANGE 3.40 99.60 98 98 3 YELLOW 4.70 98.30 98 98 Total 631 614 SOIL LOW SIDE LINE LTAR SYSTEM LTAR TRENCH TRENCH J.ENGI1 GPD/FT2 TYPE GPD/FT2 SYSTEM DISTRIBUTION DEPTH *System 272 0.300 MOD. 0.300 PPBPS LOW 30" CONY. PRESSURE Repair 296 0.300 MOD. 0.300 PPBPS LOW 30" CONY. PRESSURE Notes: **All septic lines and pits located via GPS and Tape Measure **All measures in feet **Nitrification lines are demonstrated on contour via colored pin flags ' 5 i LP PPBPS TAPSHEET-7089 Cobblefield Lane SYSTEM Line# Color Elevation j<,enetb h oie Size Flow/holc Trench Area Number of Panels 2 ORANGE 100.00 72 0.156 0.41 144 17 3 BLUE 99.10 100 0.156 0.41 200 23 4 YELLOW 07.80 100 0.156 0.41 200 23 total feet = 272 gal/min= 25.83 63 Des.Flow 480 Pump Run= 8.78 soil LTAR 0.3 LTAR+5% 0.315 LTAR with mod. 0.6 LTAR with mod..+5% 0.63 .156 equals 5/32 Inch hole ,coN' N , r -------c \ pLY ,.. ) PS3 J (5) in c_ircb, ;(31\Y e I I 111,9 1 I tt Ve l R 96" '—'. .)-,4rob SCALE 3a '°3, ao .44' N 4 Y 114' . TQo -e- Clpp o ev 1 PI - 50 ' �W P3 r9�- k.'�1. 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Associates,P.A. &I I i k 1;i 2/i "a li..„. --g 4iiinfi " BURRIS ROAD 318 GLENNW000 DRIVE MOORESVILLE. NC 28115 Suile101Wesilildeenter.1.15 17 iti,o1Ploon , 'V54,, -- CATAWBA COUNTY, NC 704-799-2454 Isoloortsvi/le.tiortheinolino28113 Pbanci7041604-71MFau1704100-1-17714.“..pdapii4ont